8/7/2019 objective all

1/4

nf]s ;jf cfof ]ug]kfn Ol~hlgol/ ;]jf, l;len ;d"x, Po/kf ]6, lalN8 P08 cfls{6S6, hg/n, xfOj], xfO8f]kfj/,Ol/u]zg / :oflg6/L pk;d"xsf ] /fhkqflt t[tLo >]0fLsf kbx?sf] vnf / cfGtl/s k|ltof ]lutfTdslnlvt k/LIffsf ] kf7\oqmdkf7\oqmdsf] ?k/]vf M o; kf7\oqmdsf] cfwf/df lgDgfg';f/ b'O{ r/0fdf k/LIff lnOg] 5 M

k|yd r/0f M lnlvt k/LIff k"0ff{ M @))ltLo r/0f M cGtjf{tf{ k"0ff{ M #)

k|yd r/0f lnlvt k/LIff of ]hgf (Examination Scheme)kq ljifo k"0ff{ pQL0ff{ k/LIff k|0ffnL k|Zg ;+Vof xcef/ ;do

k|yd

l;lenOl~hlgol/;DaGwL ljifo

!)) $) j:t'ut ax'pQ/(Multiple Choice)

!))x! !))! 306f !%

ldg]6

ltLopk;d"x

;DaGwL laifo!)) $)

ljifout-Subjective_ !)x!) !))

# 306f

ltLo r/0fljifo k"0ff{ k/LIff k|0ffnL

JolQmut cGtjf{tf{ #) df}lvs

!= lnlvt k/LIffsf] dfWod efiff g]kfnL jf c+u|]hL cyjf g]kfnL / c+u|]hL b'j} x'g ;Sg]5 .@= kf7\oqmdsf] k|yd / ltLo kqsf] ljifoj:t' km/s km/s x'g]5g .#= dfly plNnlvt pk;d"xsf] kf7\oqmdsf] k|ydkqsf] ljifoj:t' Pp6} x'g]5 . ltLokqsf ljifoj:t'

pk;d'x cg';f/ km/s km/s x'g]5g\ .$= k|yd / ltLo kqsf] lnlvt k/LIff 5'f5'} x'g]5 .%= k|yd kqsf kf7\oqmdsf PsfO{x?af6 ;f]lwg] k|Zgx?sf] ;+Vof lgDgfg';f/ x'g]5 . ltLo kqsf]

kf7\oqmdsf PsfO{x?af6 ;f]lwg] k|Zgx?sf] ;+Vof ltLokqsf] kf7\oqmd pNn]v eP cg';f/ x'g]5 .

k|ydkqsf PsfO{ 1 2 3 4 5 6 7 8 9k|Zg ;+Vof 20 15 12 12 10 10 8 8 5

^= k|yd kqdf j:t'ut ax'pQ/ (Multiple Choice) k|Zgx?sf] pQ/ ;xL lbPdf k|To]s ;xL pQ/afkt ! -Ps_ c k|bfg ul/g]5 eg] unt pQ/ lbPdf k|To]s unt pQ/ afkt @) k|ltztcyf{t\ )=@ c sf ul/g]5 . t/ pQ/ glbPdf To; afkt c lbOg] 5}g / c sf klg ul/g]5}g .

&= ltLo kqsf] ljifout k|Zgsf nflu tf]lsPsf !) csf k|Zgx?sf] xsdf !) csf] Pp6f nfdf]k|Zg jf Pp6} k|Zgsf b'O{ jf b'O{ eGbf a9L efu -Two or more parts of a single question_ jfPp6f k|Zg cGtu{t b'O{ jf a9L l6Kk0fLx? -Short notes_ ;f]Wg ;lsg] 5 .

*= ltLo kqsf] kf7\oqmdnfO{ $ j6f v08PsfO{df ljefhg ul/Psf] 5, $ j6f v08PsfO{sf] nflu$ j6} pQ/ k'l:tsf lbO{g]5 / kl/IffyL{n] k|To]s v08PsfO{sf k|Zgx?sf] pQ/ ;f]xLv08PsfO{sf] pQ/ k'l:tsfdf n]Vg' kg]{5 .

(= o; kf7|oqmddf h];'s} n]lvPsf] ePtf klg kf7\oqmddf k/]sf P]g, lgodx? k/LIffsf] ldlt eGbf #-tLg_ dlxgf cufl8 -;+zf]wg ePsf jf ;+zf]wg eO{ x6fOPsf jf yk u/L ;+zf]wg eO{_ sfod/x]sfnfO{ o; kf7\oqmddf /x]sf] ;Demg' kb{5 .

!)= k|yd r/0fsf] lnlvt k/LIffaf6 5gf}6 ePsf pDd]bjf/x?nfO{ dfq ltLo r/0fsf] cGtjf{tf{df;lDdlnt u/fOg]5 .

!!= o; eGbf cufl8 nfu"ePsf] dfly plNnlvt ;d"xsf] kf7\oqmd vf/]h ul/Psf] 5 .!@= kf7\oqmd nfu"ldlt M @)^@@!& b]lv

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nf]s ;jf cfof ]ug]kfn Ol~hlgol/ ;]jf, l;len ;d"x, Po/kf ]6, lalN8 P08 cfls{6S6, hg/n, xfOj], xfO8f]kfj/,Ol/u]zg / :oflg6/L pk;d"xsf ] /fhkqflt t[tLo >]0fLsf kbx?sf] vnf / cfGtl/s k|ltof ]lutfTdslnlvt k/LIffsf ] kf7\oqmdk|yd kq M l;len Ol~hlgol/ ;DjGwL ljifo1. Structure Analysis and Design 20%

1.1 Stresses and strains; theory of torsion and flexure; moment of inertia1.2 Analysis of beams and frames: Bending moment, shear force and deflection ofbeams and frames: determinate structure - Energy methods; three hinged

systems, indeterminate structures- slope deflection method and moment

distribution method; use of influence line diagrams for simple beams, unit load

method

1.3 Reinforced concrete structures: Difference between working stress and limitstate philosophy, analysis of RC beams and slabs in bending, shear, deflection,

bond and end anchorage, Design of axially loaded columns; isolated and

combined footings, introduction to pre-stressed concrete

1.4 Steel and timber structures: Standard and built-up sections: Design ofriveted, bolted and welded connections, design of simple elements such asties, struts, axially loaded and eccentric columns, column bases, Design

principles on timber beams and columns

2. Construction Materials 15%

2.1 Properties of building materials: physical, chemical, constituents, thermal etc.2.2 Stones-characteristics and requirements of stones as a building materials2.3 Ceramic materials: ceramic tiles, Mosaic Tile, brick types and testing etc.2.4 Cementing materials: types and properties of lime and cement; cement mortar

tests

2.5 Metals: Steel; types and properties; Alloys2.6 Timber and wood: timber trees in Nepal, types and properties of wood2.7 Miscellaneous materials: Asphaltic materials (Asphalt, Bitumen and Tar);

paints and varnishes; polymers

2.8 Soil properties and its parameters3. Concrete Technology 12%

3.1 Constituents and properties of concrete (physical and chemical)3.2 Water cement ratio3.3 Grade and strength of concrete, concrete mix design, testing of concrete3.4 Mixing, transportation pouring and curing of concrete3.5 Admixtures3.6 High strength concrete3.7 Pre-stressed concrete technology

4. Construction Management 12%

4.1 Construction scheduling and planning: network techniques (CPM, PERT) andbar charts

4.2 Contractual procedure and management: types of contract, tender and tendernotice, preparation of bidding (tender) document, contractors pre-qualification,

evaluation of tenders and selection of contractor, contract acceptance,

condition of contract; quotation and direct order, classifications of contractors;

dispute resolution; muster roll

4.3 Material management: procurement procedures and materials handling4.4 Cost control and quality control4.5

Project maintenance4.6 Occupational health and safety

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nf]s ;jf cfof ]ug]kfn Ol~hlgol/ ;]jf, l;len ;d"x, Po/kf ]6, lalN8 P08 cfls{6S6, hg/n, xfOj], xfO8f]kfj/,Ol/u]zg / :oflg6/L pk;d"xsf ] /fhkqflt t[tLo >]0fLsf kbx?sf] vnf / cfGtl/s k|ltof ]lutfTdslnlvt k/LIffsf ] kf7\oqmd

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4.7 Project monitoring and evaluation4.8 Quality assurance plan4.9 Variation, alteration and omissions

5. Estimating and Costing Valuation and Specification 10%

5.1 Types of estimates and their specific uses5.2 Methods of calculating quantities5.3 Key components of estimating norms and rate analysis5.4 Preparation of bill of quantities5.5 Purpose, types and importance of specification5.6 Purpose, principles and methods of valuation

6. Drawing Techniques 10%

6.1 Drawing sheet composition and its essential components6.2 Suitable scales, site plans, preliminary drawings, working drawings etc6.3 Theory of projection drawing: perspective, orthographic and axonometric

projection; first and third angle projection6.4 Drafting tools and equipments6.5 Drafting conventions and symbols6.6 Topographic, electrical, plumbing and structural drawings6.7 Techniques of free hand drawing

7. Engineering Survey 8%

7.1 Introduction and basic principles7.2 Linear measurements: techniques; chain, tape, ranging rods and arrows;

representation of measurement and common scales; sources of errors; effect of

slope and slope correction; correction for chain and tape measurements;

Abney level and clinometers

7.3 Compass and plane table surveying: bearings; types of compass; problems andsources of errors of compass survey; principles and methods of plane tabling7.4 Leveling and contouring: Principle of leveling; temporary and permanent

adjustment of level; bench marks; booking methods and their reductions;

longitudinal and cross sectioning; reciprocal leveling; trigonometric leveling;

contour interval and characteristics of contours; methods of contouring

7.5 Theodolite traversing: need of traverse and its significance; computation ofcoordinates; adjustment of closed traverse; closing errors

7.6 Uses of Total Station and Electronic Distance Measuring Instruments8. Engineering Economics 8%

8.1 Benefit cost analysis, cost classification, sensitivity analysis, internal rate ofreturn, time value of money; economic equilibrium, demand, supply andproduction, net present value, financial and economic evaluation

9. Professional Practices 5%

9.1 Ethics and professionalism: code of conduct and guidelines for professionalengineering practices

9.2 Nepal Engineering Council Act, 2055 and regulations, 20569.3 Relation with clients, contractor and fellow professionals9.4 Public procurement practices for works, goods and services and its importance

8/7/2019 objective all

4/4

nf]s ;jf cfof ]ug]kfn Ol~hlgol/ ;]jf, l;len ;d"x, Po/kf ]6, lalN8 P08 cfls{6S6, hg/n, xfOj], xfO8f]kfj/,Ol/u]zg / :oflg6/L pk;d"xsf ] /fhkqflt t[tLo >]0fLsf kbx?sf] vnf / cfGtl/s k|ltof ]lutfTdslnlvt k/LIffsf ] kf7\oqmdj:t'ut ax 'pQ/ gd"gf k |Zgx?(Sample questions)1. The most reliable estimate is

(A) Detailed estimate

(B) Preliminary estimate(C) Plinth area estimate

(D) Cube rate estimate Correct Answer:- (A)

2. The first stage of construction project is

(A) Preparation of estimate(B) Survey of the site(C) Preparation of tender(D) Initiation of planning Correct Answer:- (D)

3. Slump test of concrete is a measure of its

(A) Consistency(B) Compressive strength(C) Tensile strength(D) Impact value Correct Answer:- (A)

4. Internal rate of return (IRR) is one of the indicators of an investment project and is

used for the selection of it. The project is financially acceptable

(A) If the IRR is greater than the borrowing rate(B) If the IRR is less than the borrowing rate(C) If the IRR is equal to the borrowing rate(D) Without calculating the IRR Correct Answer:- (A)

5. The back staff reading on a Bench Mark (B.M.) of reduced level 500.00m is 2.685m.

If foresight reading on a point is 1.345m the reduced level of the point is

(A) 502.685m(B) 501.345m(C) 501.340m(D) 504.030m Correct Answer:- (C)

6. An under reinforced section means

(A) Steel is provided at the under side only(B) Steel provided is insufficiently(C) Steel is provided on one face only(D) Steel will yield First Correct Answer:- (D)

7. Nepal Engineering Council is an autonomous body formed under NEC act.......

(A) 2053(B) 2054(C) 2055(D) 2056 Correct Answer:- (C)

8. The strength of a stone depends on

(A) Chemical composition(B) Degree of packing of constituents(C) Structure of rock(D) All of the above Correct Answer:- (D)

9. Lacing in steel structures are provided

(A) to reduce the slenderness ratio of a long strut(B) for connecting together two or more sections(C) through out the length of strut as far as practicable(D) all of the above Correct Answer:- (D)

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